15 Fairfield Street Existing ConditionsUP
UP
DN
UP
DN
DN
DN
DN
EX03
3
EX03 4 EX032
EX03
1
30
'
-
2
1
/
2
"
10
'
-
5
1
/
2
"
3'
-
2
"
0' - 7 1/2"10' - 10 1/2"22' - 9"2' - 10 1/2"
37' - 1 1/2"
30
'
-
2
1
/
2
"
13
'
-
7
1
/
2
"
43
'
-
1
0
"
43
'
-
1
0
"
CEILING: 7'-5"
CEILING: 6'-9"
DECK: 7'-6"
CEILING: 6'-7"
CEILING: 6'-9"
CEILING: 6'-9"
CEILING: 6'-9"
DECK : 7-'3 1/2"
DECK: 7'-6"
BEAM : 7'-6"
DECK: 6'-9"
CEILING: 6'-6"
FLOOR:-7' - 8 1/2"
FLOOR:-8' - 1 1/2"
FLOOR:-8' - 4 1/2"
FLOOR:-8' - 1 1/2"
WH
LOW HEIGHT WALL
FLOOR:-4' - 3 1/2"
FLOOR:-7' - 6 1/2"
FLOOR:-8' - 4 1/2"
FLOOR:-8' - 1 1/2"
FLOOR:-8' - 4 1/2"
26
'
-
3
"
13' - 2"
13
'
-
7
1
/
2
"
13' - 11"
HE
A
D
:
5
'
-5
1
/
2
"
SI
L
L
:
3
'
-6
1
/
2
"
HE
A
D
:
7
'
-6"
SI
L
L
:
5
'
-7"
HEAD: 7'-5"
SILL: 5'-11"
HEAD: 5'-4 1/2"
SILL: 3'-10 1/2"
HE
A
D
:
7
'
-5"
SI
L
L
:
5
'
-6"
HE
A
D
:
7
'
-3"
SI
L
L
:
5
'
-5"
HEAD: 7'-2 1/2"
SILL: 5'-4 1/2"
FLOOR:-6' - 4"
FLOOR:-5' - 7 1/2"
FIREPLACE
EX03
3
EX03 4 EX032
EX03
1
30
'
-
5
"
13
'
-
7
"
44
'
-
0
"
11' - 7"22' - 11 1/2"2' - 10 1/2"
37' - 5"
13
'
-
7
"
30
'
-
5
"
37' - 5"
CEILING:8'-3"CE
I
L
I
N
G
:
8
'
-
3
"
CEILING:7'-9"
CEILING:8'-7"CEILING:8'-7"
CEILING:8'-7"CEILING:8'-7"
CEILING:8'-7"CEILING:8'-7"
HE
A
D
:
7
'
-2
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HE
A
D
:
7
'
-3
1
/
2
"
SI
L
L
:
3
'
-8
1
/
2
"
HEAD: 7'-3"
SILL: 3'-7"
HE
A
D
:
7
'
-3"
SI
L
L
:
2
'
-4"
HE
A
D
:
7
'
-2
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HEAD: 7'-2 1/2"
SILL: 2'-3 1/2"
HEAD: 7'-2"
SILL: 2'-3"
HE
A
D
:
7
'
-2
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HE
A
D
:
7
'
-2
1
/
2
"
SI
L
L
:
3
'
-11
1
/
2
"
Scale:
Drawn By:
Call us at: (617) 247 9161
info@existingconditions.com
www.existingconditions.com
The Most Accurate
Existing Conditions Surveys and
As-Built Surveys
Date:
All projects are measured using the most advanced laser
measuring equipment and our best standards and practices.
All work will be field verified by client prior to design or
construction or other use.
General Notes:
1. It is expressly understood by client that ECS is not an
architectural or engineering entity. None of the documents
prepared by ECS for client shall have any stamping or
certification of such trade professionals.
2. This is not a structural or MEP analysis or due diligence model.
Visible and accessible elements are modeled for location and
size. Further structural or MEP analysis could be necessary by
others.
3. STANDARD OF PRACTICE. Services performed by ECS under
this Agreement will be conducted in a manner consistent with
that level of care and skill ordinarily exercised by members of the
profession currently practicing in the same locality under similar
conditions. No other representation, expressed or implied, and no
warranty or guarantee is included or intended in this Agreement,
or in any report, opinion, document or otherwise. Client shall field
verify all work prior to design construction, or other use.
4. These drawings are for the intended purposes listed in the scope
of work at the time of survey and should not be used for any
other reasons. See scope of work provided to client for further
information.
Laser Scanning Notes:
1. Visit FARO.com and leica-geosystems.com for 3D laser scanner
tolerances, range information and product specifications.
2. Laser scanning equipment uses light waves to measure
distances, unforeseen site conditions such as dust, moisture,
vibration, surface reflectivity, lighting conditions, temperature,
humidity, ferromagnetic materials, building configuration etc. may
impact registration between scan locations.
3. Accuracy over long distances can be improved if the client
provides survey benchmarks prior to scanning in order to
reference the laser scan data into a coordinate system.
4. The Revit file contains the most complete alignment of point
cloud data. All laser scanning by default is in a localized
coordinate system. Laser scans completed on multiple days may
be tied into previous laser scans by use of site specific features
and targets. Point cloud adjustments are made in Revit for a final
verification.
TM
REV06032020
Project Number:
1/4" = 1'-0"
Existing Floor
Plans
EX01
EC
5/10/2022
15 Fairfield
Street
Salem, MA
8548988838
Gross Area Schedule
Level Area
Basement 1545 SF
First Floor 1607 SF
Second Floor 1138 SF
Attic 1138 SF
Total 5428 SF
Scale:1/4" = 1'-0"1 Basement
Scale:1/4" = 1'-0"2 First Floor
SL
O
P
E
SLOPESLOPE
DNSLOPE
CEILING
SLOPE
CEILING
SL
O
P
E
CE
I
L
I
N
G
SL
O
P
E
CE
I
L
I
N
G
SLOPE SLOPE
SL
O
P
E
SL
O
P
E
EX03
3
EX03 4 EX032
EX03
1
30
'
-
5
"
37' - 5"
CEILING:8'-0"
CEILING:8'-0"
CEILING:8'-0"
CEILING:8'-0"
CEILING:8'-0"
CEILING:8'-0"
CEILING:8'-0"
CEILING:8'-0"
HEAD: 6'-10"
SILL: 2'-3"
HE
A
D
:
6
'
-10
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HE
A
D
:
6
'
-10
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HE
A
D
:
6
'
-10
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HE
A
D
:
6
'
-10
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HE
A
D
:
6
'
-10
1
/
2
"
SI
L
L
:
2
'
-3
1
/
2
"
HEAD: 6'-10 1/2"
SILL: 2'-3 1/2"
HEAD: 6'-10 1/2"
SILL: 2'-3 1/2"
PULL DOWN
LADDER TO
ATTIC
HEAD: 6'-10"
SILL: 3'-3"
HEAD: 6'-10"
SILL: 2'-3"
EX03
3
EX03 4 EX032
EX03
1
HEAD: 4'-2"
SILL: 1'-3"
HEAD: 4'-1 1/2"
SILL: 1'-2 1/2"
CEILING: 8'-3"
FLOOR:18' - 4"
UNFINISHED ATTIC
Scale:
Drawn By:
Call us at: (617) 247 9161
info@existingconditions.com
www.existingconditions.com
The Most Accurate
Existing Conditions Surveys and
As-Built Surveys
Date:
All projects are measured using the most advanced laser
measuring equipment and our best standards and practices.
All work will be field verified by client prior to design or
construction or other use.
General Notes:
1. It is expressly understood by client that ECS is not an
architectural or engineering entity. None of the documents
prepared by ECS for client shall have any stamping or
certification of such trade professionals.
2. This is not a structural or MEP analysis or due diligence model.
Visible and accessible elements are modeled for location and
size. Further structural or MEP analysis could be necessary by
others.
3. STANDARD OF PRACTICE. Services performed by ECS under
this Agreement will be conducted in a manner consistent with
that level of care and skill ordinarily exercised by members of the
profession currently practicing in the same locality under similar
conditions. No other representation, expressed or implied, and no
warranty or guarantee is included or intended in this Agreement,
or in any report, opinion, document or otherwise. Client shall field
verify all work prior to design construction, or other use.
4. These drawings are for the intended purposes listed in the scope
of work at the time of survey and should not be used for any
other reasons. See scope of work provided to client for further
information.
Laser Scanning Notes:
1. Visit FARO.com and leica-geosystems.com for 3D laser scanner
tolerances, range information and product specifications.
2. Laser scanning equipment uses light waves to measure
distances, unforeseen site conditions such as dust, moisture,
vibration, surface reflectivity, lighting conditions, temperature,
humidity, ferromagnetic materials, building configuration etc. may
impact registration between scan locations.
3. Accuracy over long distances can be improved if the client
provides survey benchmarks prior to scanning in order to
reference the laser scan data into a coordinate system.
4. The Revit file contains the most complete alignment of point
cloud data. All laser scanning by default is in a localized
coordinate system. Laser scans completed on multiple days may
be tied into previous laser scans by use of site specific features
and targets. Point cloud adjustments are made in Revit for a final
verification.
TM
REV06032020
Project Number:
1/4" = 1'-0"
Existing Floor
Plans
EX02
EC
5/10/2022
15 Fairfield
Street
Salem, MA
8548988838
Gross Area Schedule
Level Area
Basement 1545 SF
First Floor 1607 SF
Second Floor 1138 SF
Attic 1138 SF
Total 5428 SF
Scale:1/4" = 1'-0"1 Second Floor
Scale:1/4" = 1'-0"2 Attic
First Floor
0'-0"
Second Floor
9'-8"
Attic
18'-4"
BRICK CHIMNEY
DOWNSPOUT
ASPHALT ROOF
STONE
VENT
9'
-
7
"
8'
-
8
"
9'
-
8
"
BRICKBRICK STAIR
FINISH-1
12
'
-
1
0
"
First Floor
0'-0"
Second Floor
9'-8"
Attic
18'-4"
VENT
BRICK CHIMNEY
ASPHALT ROOF
SKYLIGHT
STONE
DOWNSPOUT
11
'
-
9
1
/
2
"
8'
-
8
"
9'
-
8
"
FINISH-1
FINISH-1
DOWNSPOUT
STONE
First Floor
0'-0"
Second Floor
9'-8"
Attic
18'-4"
Sun Room/Entry
-0'-5"
9'
-
8
"
8'
-
8
"
12
'
-
1
0
"
BRICK CHIMNEY
ASPHALT ROOF
SIDINGSTONE
SKYLIGHT
SKYLIGHT
DOWNPOUT
FINISH-1
First Floor
0'-0"
Second Floor
9'-8"
Attic
18'-4"
Sun Room/Entry
-0'-5"
8'
-
8
"
9'
-
8
"
BRICK
ASPHALT ROOF
BRICK CHIMNEY
VENT
STONE
9'
-
6
"
Scale:
Drawn By:
Call us at: (617) 247 9161
info@existingconditions.com
www.existingconditions.com
The Most Accurate
Existing Conditions Surveys and
As-Built Surveys
Date:
All projects are measured using the most advanced laser
measuring equipment and our best standards and practices.
All work will be field verified by client prior to design or
construction or other use.
General Notes:
1. It is expressly understood by client that ECS is not an
architectural or engineering entity. None of the documents
prepared by ECS for client shall have any stamping or
certification of such trade professionals.
2. This is not a structural or MEP analysis or due diligence model.
Visible and accessible elements are modeled for location and
size. Further structural or MEP analysis could be necessary by
others.
3. STANDARD OF PRACTICE. Services performed by ECS under
this Agreement will be conducted in a manner consistent with
that level of care and skill ordinarily exercised by members of the
profession currently practicing in the same locality under similar
conditions. No other representation, expressed or implied, and no
warranty or guarantee is included or intended in this Agreement,
or in any report, opinion, document or otherwise. Client shall field
verify all work prior to design construction, or other use.
4. These drawings are for the intended purposes listed in the scope
of work at the time of survey and should not be used for any
other reasons. See scope of work provided to client for further
information.
Laser Scanning Notes:
1. Visit FARO.com and leica-geosystems.com for 3D laser scanner
tolerances, range information and product specifications.
2. Laser scanning equipment uses light waves to measure
distances, unforeseen site conditions such as dust, moisture,
vibration, surface reflectivity, lighting conditions, temperature,
humidity, ferromagnetic materials, building configuration etc. may
impact registration between scan locations.
3. Accuracy over long distances can be improved if the client
provides survey benchmarks prior to scanning in order to
reference the laser scan data into a coordinate system.
4. The Revit file contains the most complete alignment of point
cloud data. All laser scanning by default is in a localized
coordinate system. Laser scans completed on multiple days may
be tied into previous laser scans by use of site specific features
and targets. Point cloud adjustments are made in Revit for a final
verification.
TM
REV06032020
Project Number:
1/4" = 1'-0"
Existing Exterior
Elevations
EX03
EC
5/10/2022
15 Fairfield
Street
Salem, MA
8548988838
Scale:1/4" = 1'-0"1 Front Elevation
Scale:1/4" = 1'-0"2 Right Elevation
Scale:1/4" = 1'-0"3 Rear Elevation
Scale:1/4" = 1'-0"4 Left Elevation